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Thermal properties of fibre-reinforced alkali-activated concrete in extreme temperatures

机译:纤维增强碱活化混凝土在极端温度下的热性能

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The thermal conductivity and specific heat capacity of paste and concrete prepared with alkali-activated fly ash were investigated. Along with a reference plain concrete mix, two other mixes were reinforced with a blend of steel and polypropylene fibres to examine the role of fibre reinforcement on the thermal constants. The mixtures were exposed to a range of extreme temperatures in the sub-zero and elevated regimes, from -30 degrees C to 300 degrees C, for a duration of 2 h. The thermal constants were measured using the transient plane source method on a hot-disc thermal analyser system. The results showed that there was no phase change in the alkali-activated system within the range of exposures. The thermal conductivity increased with a drop in ambient temperature, especially in the sub-zero regime. Adding fibres tended to lower the thermal conductivity, probably due to the finer pore size and consequent lowering of the freezing point of water. The specific heat capacity was found to rise with an increase in ambient temperature. A rule-of-mixtures approach was found to closely approximate the thermal constants at room temperature.
机译:研究了碱活化粉煤灰制备的浆体和混凝土的导热系数和比热容。除了参考普通混凝土外,还用钢和聚丙烯纤维的混合物增强了另外两种混合物的强度,以研究纤维增强对热常数的作用。将混合物暴露于零度以下和升高的状态下的一系列极端温度下(从-30摄氏度到300摄氏度),持续2小时。在热盘热分析仪系统上使用瞬态平面源法测量热常数。结果表明,在曝光范围内,碱活化体系没有相变。导热系数随着环境温度的下降而增加,尤其是在零以下状态下。添加纤维往往会降低热导率,这可能是由于更细的孔径并因此降低了水的冰点。发现比热容量随着环境温度的升高而增加。发现采用混合规则方法可以近似逼近室温下的热常数。

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